PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 07/22/19 EST. NO. 015 TIME 10:31 AM R.E. NAME: LEE, PETER 07-202124 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0258 1,122.74 E.W. @ F.A.(+) 052919 Y 0610.0 0259 777.73 060319 Y 0611.0 0260 327.93 060619 Y 0614.0 0261 333.93 060719 Y 0615.0 0262 339.43 040919 Y 0616.0 0263 194.26 052819 Y 0620.0 0264 333.93 042519 Y 0637.0 0265 722.79 061019 Y 0640.0 0266 735.30 061119 Y 0642.0 0267 1,364.87 061219 Y 0645.0 0268 1,102.40 061319 Y 0648.0 0269 712.43 061419 Y 0649.0 0270 1,815.59 042619 N 0650.0 0271 681.31 061719 Y 0652.0 0272 667.86 061819 Y 0653.0 0273 712.43 061919 Y 0654.0 0274 712.43 062019 Y 0655.0 0275 912.17 062119 Y 0656.0 0276 293.43 062219 Y 0657.0 0277 667.86 062419 Y 0663.0 0278 868.01 062519 Y 0665.0 0279 534.08 062619 Y 0666.0 0280 667.86 062719 Y 0669.0 0281 667.86 062819 Y 0671.0 007 0014 1,386.00 E.W. @ F.A.(+) 063019 Y 0672.0 010 0044 1,437.94 E.W. @ F.A.(+) 052319 Y 0651.0 011 0017 94.25 E.W. @ F.A.(+) 060319 Y 0612.0 0018 94.25 060519 Y 0613.0 0019 94.25 060719 Y 0619.0 0020 94.25 061019 Y 0639.0 0021 94.25 061119 Y 0641.0 0022 94.25 061219 Y 0643.0 0023 94.25 061319 Y 0647.0 0024 94.25 061719 Y 0684.0 0025 94.25 061819 Y 0685.0 022 0003 5,478.96 E.W. @ F.A.(+) 061219 Y 0644.0 0004 5,358.26 061319 Y 0646.0 0005 4,140.61 062519 Y 0664.0 0006 3,739.64 062619 Y 0667.0 0007 3,105.48 062719 Y 0668.0 0008 4,140.61 062819 Y 0670.0 034 0003-1 -1,358.90 E.W. @ F.A.(+) 041019 Y 0510.0 DAO CORRECTING ENTRY 0005 35,238.24 041419 Y 0590.0 035 0013 1,123.30 E.W. @ F.A.(+) 052919 Y 0609.0 0014 943.64 051419 Y 0686.0 038 0001 7,673.29 E.W. @ F.A.(+) 052019 Y 0638.0 039 0001 350.86 E.W. @ F.A.(+) 052319 Y 0658.0 0002 858.63 052819 Y 0659.0 0003 1,717.26 053019 Y 0660.0 0004 1,132.00 053119 Y 0661.0 044 0001 43,278.92 A.C. @ L.S.(+) 071219 N 1 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/22/19 EST. NO. 015 TIME 10:31 AM R.E. NAME: LEE, PETER 07-202124 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 137,861.62 TOTAL THIS ESTIMATE 1,484,232.57 TOTAL PREVIOUS ESTIMATE 1,622,094.19 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 07/22/19 EST. NO. 015 TIME 10:31 AM R.E. NAME: LEE, PETER 07-202124 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CERTS -5,000.00 007 SURVEY RESTAKING -3,550.00 007 MISSING CERTS 5,000.00 008 7.104 PERSONAL VEH -25,000.00 013 14-11.12 LEAD RESULT -25,000.00 013 14-11.12 LEAD RESULT 25,000.00 014 7.104 PERSONAL VEH 25,000.00 015 25,000.00 -3,550.00 EQUAL EMPLOYMENT OPPORTUNITY FHWA 1391 -30,000.00 005 FHWA 1391 30,000.00 006 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS CPR JULY-NOV 18 -9,000.00 010 MISS CPR JULY-NOV 18 9,000.00 012 MISS CPR JUL-NOV 18 -6,000.00 012 MISS CPR JUL-NOV 18 6,000.00 015 6,000.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 300 -4,332.47 003 OVERBID ITEM NO. 300 -2,166.24 004 OVERBID ITEM NO. 300 -1,732.99 007 0.00 -8,231.70 TOTAL DEDUCTIONS 31,000.00 -11,781.70 PROGRAM CAS145 PAGE 1 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 10:31 AM ESTIMATE NO. 015 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 07/22/19 LOCATION PROGRESS ESTIMATE 07-LA-710-20.9/24.6 ----------------- FLATIRON WEST, INC. IN LA COUNTY IN COMMERCE AND BELL 1770 LA COSTA MEADOWS DRIVE FROM SOUTH ATLANTIC BLVD TO TRIGGS SAN MARCOS, CA. 92073 STREET 1770 LA COSTA MEADOWS DRIVE SAN MARCOS CA 92078 FED. AID NO. ACIM- 710-1(839)E PAVEMENT REHAB & BRIDGE WIDENING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 0.250 250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 7,845.0000 7,845,000.00 19.000 149,055.00 276.000 2,165,220 004 CONSTRUCTION AREA SIGNS LS 271,965.0000 271,965.00 0.500 135,982 005 TRAFFIC CONTROL SYSTEM LS 2,300,000.0000 2,300,000.00 0.103 236,900.00 0.360 828,000 006 TYPE II BARRICADE EA 215.0000 3,010.00 4.000 860 007 TYPE III BARRICADE EA 305.0000 25,620.00 43.000 13,115 008 CHANNELIZER (SURFACE MOUNTED) EA 65.0000 74,100.00 43.000 2,795.00 310.000 20,150 009 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 1,800.00 0.000 0 (LEFT IN PLACE) 010 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,800.0000 5,400.00 1.000 1,800 011 TEMPORARY RAILING (TYPE K) LF 10.0000 719,000.00 7,460.000 74,600.00 27,880.000 278,800 012 TEMPORARY CRASH CUSHION MODULE EA 125.0000 80,000.00 28.000 3,500.00 292.000 36,500 013 JOB SITE MANAGEMENT LS 198,000.0000 198,000.00 0.103 20,394.00 0.360 71,280 014 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 41,500.00 10.000 5,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 25.0000 1,000.00 6.000 150 017 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 1.000 2,000.00 1.000 2,000 018 TEMPORARY HYDRAULIC MULCH SQYD 0.7300 10,950.00 4,450.000 3,248 (BONDED FIBER MATRIX) 019 TEMPORARY HYDROSEED SQYD 0.6000 4,560.00 0.000 0 020 TEMPORARY COVER SQYD 1.2000 3,600.00 6,649.000 7,978 021 TEMPORARY CHECK DAM LF 19.2500 1,925.00 0.000 0 022 TEMPORARY DRAINAGE INLET PROTECTION EA 395.0000 31,600.00 38.000 15,010 PROGRAM CAS145 PAGE 2 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 10:31 AM ESTIMATE NO. 015 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 4.0000 44,000.00 2,710.000 10,840 024 TEMPORARY GRAVEL BAG BERM LF 4.0000 25,200.00 1,276.000 5,104 025 TEMPORARY SILT FENCE LF 5.0000 5,000.00 2,962.000 14,810 026 TEMPORARY CONSTRUCTION ENTRANCE EA 8,500.0000 34,000.00 10.000 85,000 027 STREET SWEEPING LS 450,000.0000 450,000.00 0.103 46,350.00 0.360 162,000 028 TEMPORARY CONCRETE WASHOUT LS 65,000.0000 65,000.00 0.103 6,695.00 0.360 23,400 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4800 11,856.00 13,895.000 6,669.60 18,295.000 8,781 STRIPE (HAZARDOUS WASTE) 030 WORK AREA MONITORING (BRIDGE) LS 15,000.0000 15,000.00 1.000 15,000 031 TREATED WOOD WASTE LB 0.4000 54,400.00 40,773.000 16,309 032 REMOVE CONCRETE (LF) LF 4.5000 24,345.00 968.500 4,358 033 REMOVE CONCRETE (CY) CY 250.0000 11,500.00 33.980 8,495 034 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 035 CLEARING AND GRUBBING (LS) LS 118,000.0000 118,000.00 1.000 118,000 036 ROADWAY EXCAVATION CY 34.0000 1,465,740.00 2,899.000 98,566.00 18,904.500 642,753 037 ROADWAY EXCAVATION (TYPE Z-2) CY 150.0000 781,500.00 5,210.000 781,500 (AERIALLY DEPOSITED LEAD) 038 ROADWAY EXCAVATION (TYPE Y-1) CY 17.0000 12,580.00 740.000 12,580 (AERIALLY DEPOSITED LEAD) 039 STRUCTURE EXCAVATION CY 185.0000 5,550.00 0.000 0 (F) 040 STRUCTURE EXCAVATION (BRIDGE) CY 588.0000 1,591,716.00 2,707.000 1,591,716 (F) 041 STRUCTURE EXCAVATION (RETAINING WALL) CY 82.0000 403,112.00 4,935.000 404,670 (F) 042 STRUCTURE EXCAVATION (TYPE CM) CY 25.0000 13,675.00 547.000 13,675 (NON-HAZARDOUS WASTE) 043 STRUCTURE EXCAVATION (TYPE Z-2A) CY 165.0000 113,685.00 748.000 123,420 (CALIFORNIA HAZARDOUS WASTE) 044 STRUCTURE EXCAVATION (TYPE Y-1) CY 25.0000 79,675.00 3,187.000 79,675 (AERIALLY DEPOSITED LEAD) 045 STRUCTURE BACKFILL CY 450.0000 4,500.00 0.000 0 (F) 046 STRUCTURE BACKFILL (BRIDGE) CY 35.0000 113,190.00 3,234.000 113,190 (F) 047 STRUCTURE BACKFILL (RETAINING WALL) CY 42.0000 324,282.00 1,000.000 42,000.00 6,639.000 278,838 (F) 048 PERVIOUS BACKFILL MATERIAL CY 135.0000 8,235.00 61.000 8,235 (F) 049 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.1000 347,200.00 10,563.000 32,745.30 24,384.000 75,590 CLASS B3 PROGRAM CAS145 PAGE 3 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 10:31 AM ESTIMATE NO. 015 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADSIDE CLEARING LS 41,928.0000 41,928.00 0.250 10,482 051 PRUNE EXISTING PLANTS LS 19,390.0000 19,390.00 0.000 0 052 ROCK BLANKET SQFT 13.4000 657,940.00 10,287.000 137,845.80 19,517.000 261,527 053 SLOW-RELEASE FERTILIZER LB 2.1300 2,832.90 0.000 0 054 PLANT (GROUP H) EA 0.5800 37,990.00 0.000 0 055 PLANT (GROUP K) EA 345.1800 1,035.54 0.000 0 056 PLANT (GROUP A) EA 16.5500 10,095.50 0.000 0 057 PLANT (GROUP B) EA 26.2900 20,243.30 0.000 0 058 PLANT (GROUP U) EA 142.1300 13,075.96 0.000 0 059 MAINTAIN EXISTING PLANTED AREAS LS 36,649.7500 36,649.75 0.000 0 060 PLANT ESTABLISHMENT WORK LS 77,461.9300 77,461.93 0.000 0 061 WOOD MULCH CY 38.5800 207,560.40 0.000 0 062 CHECK AND TEST EXISTING IRRIGATION LS 7,329.9500 7,329.95 1.000 7,329 FACILITIES 063 OPERATE EXISTING IRRIGATION FACILITIES LS 39,593.9100 39,593.91 0.000 0 064 CONTROL AND NEUTRAL CONDUCTORS LS 23,857.8700 23,857.87 0.000 0 065 3/4" REMOTE CONTROL VALVE EA 345.1800 2,071.08 0.000 0 066 1" REMOTE CONTROL VALVE EA 395.9400 3,563.46 0.000 0 067 1 1/2" REMOTE CONTROL VALVE EA 558.3800 3,350.28 0.000 0 068 2" REMOTE CONTROL VALVE EA 598.9800 10,182.66 0.000 0 069 16-18 STATION IRRIGATION CONTROLLER EA 10,253.8100 51,269.05 0.000 0 (WALL MOUNTED) 070 TEMPORARY IRRIGATION SYSTEM LS 69,644.6700 69,644.67 0.000 0 071 1" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 16.5500 3,641.00 0.000 0 (F) 072 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 21.4200 10,817.10 0.000 0 (F) 073 IRRIGATION CONTROLLER ENCLOSURE EA 1,989.8500 9,949.25 0.000 0 CABINET 074 2" BACKFLOW PREVENTER ASSEMBLY EA 6,203.0500 12,406.10 0.000 0 075 FLOW SENSOR EA 842.6400 3,370.56 0.000 0 076 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 76.9500 16,929.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 10:31 AM ESTIMATE NO. 015 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 RISER SPRINKLER ASSEMBLY EA 36.3500 43,256.50 0.000 0 078 CAM COUPLER ASSEMBLY EA 680.2000 680.20 0.000 0 079 2" GATE VALVE EA 588.8300 2,944.15 0.000 0 080 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.1100 61,502.04 0.000 0 (F) LINE) 081 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.2600 32,005.38 0.000 0 (F) LINE) 082 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.4200 16,186.04 0.000 0 (F) (SUPPLY LINE) 083 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.5200 10,531.60 0.000 0 (F) (SUPPLY LINE) 084 2" PLASTIC PIPE (SCHEDULE 40) LF 4.9200 51,615.72 0.000 0 (F) (SUPPLY LINE) 085 BALL VALVE EA 416.2400 6,659.84 0.000 0 086 8" WELDED STEEL PIPE CONDUIT LF 284.2600 93,805.80 0.000 0 087 HYDROMULCH SQFT 0.0300 2,055.00 0.000 0 088 HYDROSEED SQFT 0.0300 2,055.00 0.000 0 089 COMPOST (CY) CY 111.6800 1,340.16 0.000 0 090 INCORPORATE MATERIALS SQFT 0.9600 3,734.40 0.000 0 091 CLASS 3 AGGREGATE BASE (CY) CY 38.0000 1,064,000.00 2,465.000 93,670.00 5,690.000 216,220 092 LEAN CONCRETE BASE CY 125.0000 201,250.00 0.000 0 093 LEAN CONCRETE BASE RAPID SETTING CY 154.0000 2,063,600.00 1,232.000 189,728.00 2,846.000 438,284 094 BASE BOND BREAKER (GEOSYNTHETIC) SQYD 2.4000 259,200.00 10,563.000 25,351.20 24,384.000 58,521 095 HOT MIX ASPHALT (TYPE A) TON 100.0000 237,000.00 0.000 0 096 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 115.0000 120,750.00 0.000 0 097 HOT MIX ASPHALT (BRIDGE) TON 250.0000 6,750.00 27.000 6,750 098 ASPHALT BINDER TON 1,500.0000 1,500.00 0.000 0 (GEOSYNTHETIC PAVEMENT INTERLAYER) 099 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.7500 2,152.50 0.000 0 (PAVING MAT) 100 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.9500 2,409.50 0.000 0 101 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.9500 2,449.00 0.000 0 102 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.9500 948.00 0.000 0 103 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.9500 12,126.50 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 10:31 AM ESTIMATE NO. 015 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE HOT MIX ASPHALT SQYD 50.0000 1,250.00 0.000 0 (MISCELLANEOUS AREA) 105 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.0000 18,600.00 0.000 0 106 CONTINUOUSLY REINFORCED CONCRETE CY 340.0000 578,000.00 0.000 0 PAVEMENT (RSC) 107 CONTINUOUSLY REINFORCED CONCRETE LF 22.0000 2,420.00 0.000 0 PAVEMENT (TERMINAL JOINT, TYPE D) 108 CONTINUOUSLY REINFORCED CONCRETE LF 1,340.0000 147,400.00 0.000 0 PAVEMENT (WIDE FLANGE BEAM TERMINAL) 109 CONTINUOUSLY REINFORCED CONCRETE LF 405.0000 44,550.00 0.000 0 PAVEMENT (EXPANSION JOINT, TYPE WF) 110 JOINTED PLAIN CONCRETE PAVEMENT CY 276.0000 703,800.00 0.000 0 111 JOINTED PLAIN CONCRETE PAVEMENT CY 250.0000 8,725,000.00 3,805.000 951,250.00 8,873.000 2,218,250 (RSC) 112 DRILL AND BOND (DOWEL BAR) EA 20.3500 10,378.50 13.000 264.55 98.000 1,994 113 DRILL AND BOND (TIE BAR) EA 16.0000 49,920.00 1,781.000 28,496 114 JOINT SEAL (PREFORMED COMPRESSION) LF 2.8900 283,509.00 0.000 0 115 ISOLATION JOINT SEAL (PREFORMED LF 13.5400 398,076.00 6,456.000 87,414.24 18,515.000 250,693 COMPRESSION) 116 REMOVE CONCRETE PAVEMENT AND BASE CY 35.0000 1,288,350.00 4,683.000 163,905.00 10,811.000 378,385 117 FURNISH STEEL PILING (HP 14 X 89) LF 50.0000 49,600.00 992.000 49,600 118 DRIVE STEEL PILE (HP 14 X 89) EA 1,625.0000 39,000.00 24.000 39,000 119 96" PERMANENT STEEL CASING LF 1,140.0000 91,200.00 80.000 91,200 120 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 86.0000 1,197,292.00 13,922.000 1,197,292 121 87" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,830.0000 499,590.00 273.000 499,590 122 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 123 FURNISH PILING (CLASS 90) LF 35.0000 738,745.00 21,450.000 750,750 (ALTERNATIVE W) 124 DRIVE PILE (CLASS 90) EA 772.0000 447,760.00 572.000 441,584 (ALTERNATIVE W) 125 FURNISH PILING (CLASS 140) LF 45.0000 684,720.00 15,586.000 701,370 (ALTERNATIVE W) 126 DRIVE PILE (CLASS 140) EA 1,300.0000 462,800.00 364.000 473,200 (ALTERNATIVE W) 127 60" CAST-IN-DRILLED-HOLE CONCRETE LF 760.0000 121,600.00 0.000 0 PILE (SIGN FOUNDATION) 128 STRUCTURAL CONCRETE CY 1,500.0000 15,000.00 0.000 0 (F) 129 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 279,600.00 932.000 279,600 (F) 130 STRUCTURAL CONCRETE, BRIDGE CY 1,000.0000 2,780,000.00 280.000 280,000.00 2,230.000 2,230,000 (F) PROGRAM CAS145 PAGE 6 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 10:31 AM ESTIMATE NO. 015 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, BRIDGE CY 960.0000 1,944,960.00 380.000 364,800.00 723.000 694,080 (F) (POLYMER FIBER) 132 STRUCTURAL CONCRETE, RETAINING WALL CY 600.0000 1,836,000.00 6.000 3,600.00 3,066.000 1,839,600 (F) 133 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 134 AGGREGATE BASE (APPROACH SLAB) CY 350.0000 93,800.00 65.000 22,750 135 STRUCTURAL CONCRETE, APPROACH SLAB CY 965.0000 415,915.00 0.000 0 (F) (TYPE N) 136 STRUCTURAL CONCRETE, APPROACH SLAB CY 930.0000 2,491,470.00 667.000 620,310 (TYPE R) 137 STRUCTURAL CONCRETE, BOX CULVERT CY 1,950.0000 17,550.00 9.000 17,550 (F) 138 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,765.0000 340,645.00 17.580 31,028.70 113.520 200,362 (F) 139 MINOR CONCRETE (MINOR STRUCTURE) CY 5,400.0000 59,400.00 5.350 28,890 (F) 140 MINOR CONCRETE (BACKFILL) CY 260.0000 18,720.00 64.950 16,887 (F) 141 PAVING NOTCH EXTENSION CF 125.0000 85,500.00 260.000 32,500 142 ARCHITECTURAL TREATMENT GUNITE FINISH SQFT 7.1500 14,800.50 0.000 0 (F) 143 FRACTURED RIB TEXTURE SQFT 7.8800 192,744.80 24,460.000 192,744 (F) 144 DRILL AND BOND DOWEL LF 30.0000 133,590.00 970.000 29,100 145 DRILL AND BOND DOWEL LF 40.0000 3,000.00 0.000 0 (CHEMICAL ADHESIVE)(LF) 146 CLEAN EXPANSION JOINT LF 12.0000 44,400.00 3,484.000 41,808 147 FURNISH PRECAST PRESTRESSED EA 11,645.0000 116,450.00 10.000 116,450 RECTANGULAR GIRDER (50'-60') 148 FURNISH PRECAST PRESTRESSED U GIRDER EA 20,225.0000 40,450.00 2.000 40,450 (50'-60') 149 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,710.0000 101,130.00 3.000 101,130 BULB-TEE GIRDER (80'-90') 150 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,710.0000 303,390.00 9.000 303,390 BULB-TEE GIRDER (90'-100') 151 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,710.0000 876,460.00 26.000 876,460 BULB-TEE GIRDER (100'-110') 152 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,710.0000 438,230.00 13.000 438,230 BULB-TEE GIRDER (110'-120') 153 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,710.0000 134,840.00 4.000 134,840 BULB-TEE GIRDER (120'-130') 154 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,710.0000 404,520.00 12.000 404,520 BULB-TEE GIRDER (40'-50') 155 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,710.0000 202,260.00 6.000 202,260 BULB-TEE GIRDER (60'-70') 156 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,710.0000 202,260.00 6.000 202,260 BULB-TEE GIRDER (70'-80') 157 ERECT PRECAST PRESTRESSED CONCRETE EA 6,650.0000 605,150.00 90.000 598,500 GIRDER PROGRAM CAS145 PAGE 7 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 10:31 AM ESTIMATE NO. 015 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 JOINT SEAL (MR 1/2") LF 25.0000 37,850.00 0.000 0 159 JOINT SEAL (MR 1") LF 30.0000 135,540.00 3,484.000 104,520 160 JOINT SEAL (TYPE AL) LF 35.0000 1,365.00 0.000 0 161 BAR REINFORCING STEEL LB 1.1500 4,588.50 359.000 412 (F) 162 BAR REINFORCING STEEL (BRIDGE) LB 0.9800 1,476,294.54 100,000.000 98,000.00 1,395,000.000 1,367,100 (F) 163 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9100 483,008.89 532,644.000 484,706 (F) 164 BAR REINFORCING STEEL (BOX CULVERT) LB 1.4500 1,912.55 1,319.000 1,912 (F) 165 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3200 6,380.88 4,834.000 6,380 (F) (BRIDGE) 166 STRUCTURAL STEEL (PIPE PIN) LB 3.7000 144,555.30 39,069.000 144,555 (F) 167 FURNISH SIGN STRUCTURE (TRUSS) LB 3.2200 376,340.72 0.000 0 (F) 168 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 40,906.60 0.000 0 (F) 169 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 2,515.0000 5,030.00 0.000 0 170 REMOVE SIGN STRUCTURE (EA) EA 4,025.0000 28,175.00 5.000 20,125 171 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 250.0000 1,250.00 0.000 0 172 PUBLIC SAFETY PLAN LS 15,000.0000 15,000.00 1.000 15,000 173 RAPID SETTING CONCRETE (PATCH) CF 38.0000 144,324.00 1,688.750 64,172 174 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.1000 13,588.40 135,884.000 13,588 175 REMOVE CONCRETE DECK SURFACE SQFT 0.1000 30,434.20 304,342.000 30,434 176 REMOVE UNSOUND CONCRETE CF 112.0000 425,376.00 1,688.750 189,140 177 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 152,171.00 304,342.000 152,171 178 FURNISH POLYESTER CONCRETE OVERLAY CF 85.0000 4,075,580.00 48,679.030 4,137,717 179 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.5000 1,065,197.00 304,342.000 1,065,197 (F) 180 CORE CONCRETE (18") LF 250.0000 500.00 0.000 0 181 BRIDGE REMOVAL (PORTION), LOCATION A LS 464,540.0000 464,540.00 0.080 37,163.20 0.100 46,454 182 BRIDGE REMOVAL (PORTION), LOCATION B LS 162,515.0000 162,515.00 0.500 81,257 183 BRIDGE REMOVAL (PORTION), LOCATION C LS 144,280.0000 144,280.00 0.000 0 184 BRIDGE REMOVAL (PORTION), LOCATION D LS 50,135.0000 50,135.00 1.000 50,135 PROGRAM CAS145 PAGE 8 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 10:31 AM ESTIMATE NO. 015 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 BRIDGE REMOVAL (PORTION), LOCATION E LS 139,540.0000 139,540.00 1.000 139,540 186 BRIDGE REMOVAL (PORTION), LOCATION F LS 38,675.0000 38,675.00 0.000 0 187 BRIDGE REMOVAL (PORTION), LOCATION H LS 24,185.0000 24,185.00 0.000 0 188 18" ALTERNATIVE SLOTTED PIPE LF 145.0000 66,700.00 0.000 0 189 15" PLASTIC PIPE LF 275.0000 1,925.00 0.000 0 190 24" REINFORCED CONCRETE PIPE LF 178.0000 560,700.00 7.900 1,406.20 1,311.100 233,375 191 4" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 57.0000 65,550.00 0.000 0 192 36" PRECAST CONCRETE PIPE MANHOLE LF 1,560.0000 15,600.00 13.500 21,060 193 ABANDON CULVERT (LF) LF 25.0000 3,000.00 0.000 0 194 REMOVE PIPE (LF) LF 20.0000 42,600.00 649.570 12,991 195 REMOVE INLET EA 320.0000 14,080.00 19.000 6,080 196 REMOVE HEADWALL EA 2,100.0000 4,200.00 1.000 2,100.00 2.000 4,200 197 MODIFY INLET EA 3,800.0000 41,800.00 2.000 7,600 198 CAP INLET EA 3,000.0000 3,000.00 1.000 3,000 199 SAND BACKFILL CY 730.0000 9,490.00 0.000 0 200 REMOVE SLOPE PAVING (SQYD) SQYD 10.0000 6,200.00 0.000 0 201 CONCRETE (DITCH LINING) CY 2,200.0000 81,400.00 4.260 9,372 202 MINOR CONCRETE (CURB) (CY) CY 622.7300 62,273.00 19.250 11,987 203 MINOR CONCRETE (MISCELLANEOUS CY 700.0000 2,800.00 0.000 0 CONSTRUCTION) 204 MINOR CONCRETE (STAMPED CONCRETE) SQFT 10.0000 247,000.00 0.000 0 205 MINOR CONCRETE (SIDEWALK) CY 545.0000 38,150.00 10.000 5,450 206 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 207 MISCELLANEOUS IRON AND STEEL LB 1.9300 73,834.08 10,090.000 19,473 (F) 208 MISCELLANEOUS METAL LB 5.0900 3,155.80 0.000 0 (F) 209 MISCELLANEOUS METAL (BRIDGE) LB 3.8300 115,309.81 3,000.000 11,490.00 3,000.000 11,490 (F) 210 BRIDGE DECK DRAINAGE SYSTEM LB 4.7700 518,227.11 8,000.000 38,160.00 8,000.000 38,160 (F) 211 MISCELLANEOUS METAL (INCLINED SCREEN) LB 8.3700 2,427.30 0.000 0 (F) PROGRAM CAS145 PAGE 9 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 10:31 AM ESTIMATE NO. 015 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 PREPARE AND STAIN CONCRETE SQFT 2.5000 77,250.00 0.000 0 213 CHAIN LINK FENCE (TYPE CL-6) LF 38.0000 41,800.00 0.000 0 214 6' CHAIN LINK GATE (TYPE CL-6) EA 910.0000 8,190.00 0.000 0 215 REMOVE CHAIN LINK FENCE LF 10.1000 9,292.00 605.000 6,110 216 REMOVE PAVEMENT MARKER EA 1.2800 38,656.00 1,481.000 1,895.68 2,545.000 3,257 217 REMOVE CHANNELIZER EA 25.0000 950.00 0.000 0 218 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 219 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5700 48,195.00 2,227.000 7,950.39 3,723.000 13,291 220 MILEPOST MARKER EA 97.4400 1,656.48 0.000 0 221 REMOVE ROADSIDE SIGN EA 128.2100 15,385.20 17.000 2,179 222 REMOVE ROADSIDE SIGN PANEL EA 158.9800 953.88 0.000 0 223 RELOCATE ROADSIDE SIGN EA 189.7400 189.74 0.000 0 224 FURNISH FORMED PANEL SIGN (OVERHEAD) FOR SQFT 17.1800 40,544.80 0.000 0 RETROREFLECTIVE SHEETING (TYPE XI) 225 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 22.3100 13,609.10 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 226 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 24.8700 8,455.80 0.000 0 227 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 23.3300 3,966.10 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 228 FURNISH LAMINATED PANEL SIGN SQFT 25.9000 2,849.00 0.000 0 (2 1/2"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 229 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.7400 2,240.20 0.000 0 (0.063"-UNFRAMED) 230 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.1800 4,451.60 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 231 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.2600 954.18 0.000 0 (0.080"-UNFRAMED) 232 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.6900 4,767.80 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 233 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.6200 190.06 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 234 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.1300 6,505.90 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 235 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.1000 20,172.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 10:31 AM ESTIMATE NO. 015 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 236 METAL (ROADSIDE SIGN) LB 5.1300 5,591.70 0.000 0 237 METAL (BARRIER MOUNTED SIGN) LB 15.3800 10,981.32 0.000 0 238 ROADSIDE SIGN - ONE POST EA 302.5600 21,784.32 0.000 0 239 ROADSIDE SIGN - TWO POST EA 1,220.5100 15,866.63 0.000 0 240 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 117.9500 3,538.50 0.000 0 METHOD) 241 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 11.0000 16,720.00 0.000 0 242 INSTALL BRIDGE MOUNTED SIGN PANEL EA 350.0000 2,100.00 0.000 0 (VERTICAL CLEARANCE) 243 INSTALL ROADSIDE SIGN SOUNDWALL EA 200.0000 600.00 0.000 0 BARRIER MOUNTED 244 INSTALL ROADSIDE SIGN EA 1,846.1500 5,538.45 0.000 0 (LAMINATED WOOD BOX POST) 245 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 28.0000 94,640.00 0.000 0 246 VEGETATION CONTROL (MINOR CONCRETE) SQYD 63.0000 94,500.00 0.000 0 247 CHAIN LINK RAILING (TYPE 7) LF 137.0000 10,275.00 0.000 0 (F) 248 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 107.0000 248,347.00 0.000 0 (F) 249 CABLE RAILING LF 112.0000 6,608.00 0.000 0 (F) 250 TRANSITION RAILING (TYPE WB-31) EA 3,870.0000 61,920.00 0.000 0 251 END ANCHOR ASSEMBLY (TYPE SFT) EA 780.0000 6,240.00 0.000 0 252 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 253 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,680.0000 10,720.00 0.000 0 254 CONCRETE BARRIER (TYPE 60SA MODIFIED) LF 222.0000 36,408.00 0.000 0 255 CONCRETE BARRIER (TYPE 60GC) LF 210.0000 170,100.00 0.000 0 256 CONCRETE BARRIER (TYPE 60SA) LF 215.0000 40,850.00 0.000 0 257 CONCRETE BARRIER (TYPE 60GA MODIFIED) LF 185.0000 515,780.00 0.000 0 258 CONCRETE BARRIER (TYPE 732A MODIFIED) LF 112.0000 161,280.00 175.000 19,600 (F) 259 CONCRETE BARRIER (TYPE 736B MODIFIED1) LF 280.0000 8,960.00 0.000 0 (F) 260 CONCRETE BARRIER (TYPE 736) LF 110.0000 36,630.00 0.000 0 (F) 261 CONCRETE BARRIER (TYPE 736A) LF 125.0000 83,500.00 0.000 0 (F) 262 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 110.0000 293,150.00 0.000 0 (F) PROGRAM CAS145 PAGE 11 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 10:31 AM ESTIMATE NO. 015 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 263 CONCRETE BARRIER (TYPE 732B MODIFIED) LF 600.0000 6,000.00 0.000 0 264 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 405.0000 36,450.00 0.000 0 (F) 265 CONCRETE BARRIER (TYPE 60GCR) LF 563.0000 359,757.00 0.000 0 (F) 266 CONCRETE BARRIER (TYPE 60GR) LF 635.0000 34,925.00 0.000 0 (F) 267 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 200.0000 18,800.00 0.000 0 268 CONCRETE BARRIER (TYPE 60W MODIFIED) LF 275.0000 445,225.00 0.000 0 269 REMOVE GUARDRAIL LF 7.0000 42,210.00 2,062.000 14,434 270 REMOVE CONCRETE BARRIER LF 73.0000 7,300.00 0.000 0 271 REMOVE CONCRETE BARRIER (TYPE K) LF 7.0000 1,120.00 0.000 0 272 REMOVE CONCRETE BARRIER (TYPE 50) LF 20.0000 61,000.00 15.000 300 273 REMOVE CRASH CUSHION (SAND FILLED) EA 55.0000 1,925.00 14.000 770 274 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 275 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 13,600.00 0.000 0 276 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 8,400.00 0.000 0 (BROKEN 12-3) 277 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 30,180.00 0.000 0 278 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 279 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 280 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2000 19,900.00 57,445.000 11,489.00 99,432.000 19,886 281 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2200 128,920.00 51,976.000 11,434 282 PAINT PAVEMENT MARKING (1-COAT) SQFT 4.0000 35,200.00 378.000 1,512.00 1,053.000 4,212 283 REMOVE PAINTED TRAFFIC STRIPE LF 0.2000 53,000.00 36,056.000 7,211.20 56,360.000 11,272 284 REMOVE PAINTED PAVEMENT MARKING SQFT 1.6000 7,536.00 378.000 604.80 771.000 1,233 285 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 11,680.00 5,893.000 2,357.20 18,645.000 7,458 286 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 3,160.00 0.000 0 287 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,575.0000 7,575.00 0.500 3,787 SYSTEM ELEMENTS DURING CONSTRUCTION 288 COMMUNICATION SYSTEM LS 1,012,121.2100 1,012,121.21 0.010 10,121 289 CLOSED CIRCUIT TELEVISION CAMERA SYSTEM LS 96,200.0000 96,200.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 10:31 AM ESTIMATE NO. 015 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 290 CHANGEABLE MESSAGE SIGN SYSTEM LS 53,840.0000 53,840.00 0.000 0 291 TEMPORARY LIGHTING SYSTEM LS 78,900.0000 78,900.00 0.874 68,958 292 MODIFYING EXISTING ELECTRICAL SYSTEM LS 1,156,889.9000 1,156,889.90 0.118 136,513 293 REMOVING EXISTING ELECTRICAL SYSTEM LS 7,575.0000 7,575.00 0.000 0 294 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 295 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,170.0000 173,600.00 80.000 173,600 296 SOFT STOP TERMINAL SYSTEM EA 4,250.0000 29,750.00 0.000 0 297 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 50,440.90 0.000 0 298 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 61,201.30 0.000 0 (BROKEN 36-12) 299 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 3,501.40 0.000 0 (BROKEN 17-7) PROGRAM CAS145 PAGE 13 DATE 07/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-202124 TIME 10:31 AM ESTIMATE NO. 015 BID OPENING 01/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/19 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 07/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,272,467.06 34,983,157.64 ADJUSTMENT OF COMPENSATION 43,278.92 595,852.49 EXTRA WORK 94,582.70 1,026,241.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,410,328.68 36,605,251.83 300 MOBILIZATION LS 8,040,000.0000 8,040,000.00 0.950 7,638,000 ORIGINAL CONTRACT AMOUNT 80,313,350.50 TOTAL WORK COMPLETED 3,410,328.68 44,243,251.83 MATERIALS ON HAND ON SITE -42,519.81 289,550.78 DEDUCTIONS 31,000.00 -11,781.70 TOTAL 3,398,808.87 44,521,020.91 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 300 MOBILIZATION 8,031,335.05 8,040,000.00 8,664.95 DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/09/18 1250 05/10/18 05/10/18 03/20/22 276 21 0 0 53% 22% PROGRESS IS SATISFACTORY LEE, PETER RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/19